DocumentCode :
549247
Title :
Sequential data assimilation in geotechnical engineering and its application to seepage analysis
Author :
Nakamura, Kazuyuki ; Yamamoto, Shinya ; Honda, Makoto
Author_Institution :
Grad. Sch. of Adv. Math. Sci., Meiji Univ., Kawasaki, Japan
fYear :
2011
fDate :
5-8 July 2011
Firstpage :
1
Lastpage :
6
Abstract :
There are many uncertainties in the geotechnical engineering design, which lead to prediction errors and risks in the real world. Sequential data assimilation is one of the most applicable methods to lessen these errors and risks, for partial observations can be obtained online and required computation time in numerical analysis has similar time scale of real geotechnical phenomena. We summarize characteristics of sequential data assimilation from the viewpoint of its application to geotechnical engineering and apply them to a seepage analysis using realistic simulation system. The result shows that application of sequential data assimilation with the particle filter gives a good estimation in seepage analysis.
Keywords :
data assimilation; geotechnical engineering; particle filtering (numerical methods); soil; computation time; geotechnical engineering; numerical analysis; partial observations; particle filter; prediction errors; seepage analysis; sequential data assimilation; Data assimilation; Data models; Equations; Estimation; Mathematical model; Numerical models; Permeability; Data assimilation; estimation; particle filter; seepage analysis;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Information Fusion (FUSION), 2011 Proceedings of the 14th International Conference on
Conference_Location :
Chicago, IL
Print_ISBN :
978-1-4577-0267-9
Type :
conf
Filename :
5977690
Link To Document :
بازگشت